About: Laminated Glass Columns Design Approaches

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	This paper deals with design procedure of structural glass members subjected to the buckling. Because of slenderness of glass plates it is necessary to take into account the stability problems. Actually, three approaches of design are available – buckling curves approach, non-linear analytical analysis and non-linear numerical analysis. In general, all three approaches are described and compared. In a case of laminated glass cross-section it is necessary to determine effective cross-sectional characteristics – effective bending stiffness and equivalent thickness of monolithic glass – using sandwich theory. From parametric study it is obvious that significant influence on the critical buckling load has interlayer shear modulus. Material properties of interlayer polyvinyl butyral foil depend on environment temperature and the load duration. The results indicate that the critical buckling load of laminated glass columns (considering long load duration or high temperature) is approximately four to t This paper deals with design procedure of structural glass members subjected to the buckling. Because of slenderness of glass plates it is necessary to take into account the stability problems. Actually, three approaches of design are available – buckling curves approach, non-linear analytical analysis and non-linear numerical analysis. In general, all three approaches are described and compared. In a case of laminated glass cross-section it is necessary to determine effective cross-sectional characteristics – effective bending stiffness and equivalent thickness of monolithic glass – using sandwich theory. From parametric study it is obvious that significant influence on the critical buckling load has interlayer shear modulus. Material properties of interlayer polyvinyl butyral foil depend on environment temperature and the load duration. The results indicate that the critical buckling load of laminated glass columns (considering long load duration or high temperature) is approximately four to t (en)
Title	Laminated Glass Columns Design Approaches Laminated Glass Columns Design Approaches (en)
skos:prefLabel	Laminated Glass Columns Design Approaches Laminated Glass Columns Design Approaches (en)
skos:notation	RIV/00216305:26110/13:PU102908!RIV14-GA0-26110___
http://linked.open...avai/riv/aktivita	P S
http://linked.open...avai/riv/aktivity	P(GAP105/12/0314), S
http://linked.open...vai/riv/dodaniDat	2014
http://linked.open...aciTvurceVysledku	Pešek, Ondřej
http://linked.open.../riv/druhVysledku	D - Článek ve sborníku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	Vysoké učení technické v Brně / Fakulta stavební
http://linked.open...dnocenehoVysledku	84241
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/13:PU102908
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Structural glass column, buckling curves, second order theory, finite element method, imperfections (en)
http://linked.open.../riv/klicoveSlovo	finite element method imperfections Structural glass column buckling curves second order theory
http://linked.open...ontrolniKodProRIV	[D0B290CC73AD]
http://linked.open...v/mistoKonaniAkce	Herľany
http://linked.open...i/riv/mistoVydani	Neuveden
http://linked.open...i/riv/nazevZdroje	Young Scientist 2013
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	1 (xsd:int)
http://linked.open...cetTvurcuVysledku	1 (xsd:int)
http://linked.open...vavai/riv/projekt	Lateral-torsional buckling of thin-walled steel beams with holes
http://linked.open...UplatneniVysledku	2013
http://linked.open...iv/tvurceVysledku	Pešek, Ondřej
http://linked.open...vavai/riv/typAkce	EUR - Evropská
http://linked.open.../riv/zahajeniAkce	2013-04-10 (xsd:date)
number of pages	8 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-80-553-1305-4
http://localhost/t...ganizacniJednotka	26110

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